The Research Of Mechanical Properties Of Trussed Slide-Resistant Pile

Currently, anti-slide pile retaining structure as anti-slide LANDSLIDE is widelyused, and its anti-slide effect in the project was approved. But the current anti-slide pileemployed there advantages and disadvantages of each, based on the analysis of theadvantages and disadvantages of these proposed Trussed Slide-Resistant pile, which isgood considering the flexural properties and rectangular cross-section bored pileanti-slide pile construction and other advantages of mechanization.Given the anti-slide pile bundled as a new anti-slide retaining structures, whichhave not yet been widely adopted in the project were. Foundation piles for theconstruction project, the construction of many provincial administrative departmentshave expressly allowed the use of hand-dug holes. For hand-dug anti-slide pile isbecause of its safety, with the foundation piling is gradually prohibiting the use of thesame is very possible. The Trussed Slide-Resistant pile with its superiority is bound toshine in Landslide project. This paper focuses on the mechanical properties of TrussedSlide-Resistant pile is studied, and the results of the completion of the main contentsare as follows:â‘ Several anti-slide pile defects by now widely used in the analysis to highlight thecontrast Trussed Slide-Resistant pile as demonstrated superiority, the structure of theTrussed Slide-Resistant pile, construction methods and combinations of itscross-sectional design of the form as a simple analysis of the introduction, and thenquantified on the basis of the data on the two holes Trussed Slide-Resistant pilecommonly used anti-slide pile in the same cross-sectional area of the conditions to do acomparative analysis of its flexural properties.â‘¡Using the finite element software ANSYS, numerical simulation of holesTrussed Slide-Resistant pile and pile of rectangular cross-section performed by differentcross-sectional area, solid models under different pile length is calculated to analyzebundled with anti-slide pile-sectional area and pile length changes, changes in themechanical properties of what happened, while the mechanical characteristics of theTrussed Slide-Resistant pile and pile comparative analysis of rectangular cross-section,thus deepening the mechanical properties of Trussed Slide-Resistant pile and provenTrussed Slide-Resistant pile in the superiority of bending performance.â‘¢Consider piles and rock and soil together, using three-dimensional finite element numerical simulation of elastic shaping, combined with the existing anti-slide pilestheory, Trussed Slide-Resistant pile foundation pile under lateral loads. Analysis of pilespacing, anchoring depth and cross-sectional dimensions in different combinations, themechanical properties of the anti-slide pile bundled affected, then analyzed the designfactors pile, to prepare the ground for the anti-slide pile below the mechanical propertiesof fuzzy comprehensive evaluation.â‘£By fuzzy hierarchy comprehensive evaluation method for the TrussedSlide-Resistant pile and pile rectangular section comprehensive evaluation of themechanical characteristics. The main factors affecting the mechanical properties ofanti-slide pile first established hierarchical fuzzy comprehensive evaluation model,followed by the mechanical properties of the pile against sliding analysis andevaluation, and the evaluation of these factors as a comprehensive evaluation and fuzzycomprehensive evaluation method to determine each vertical kinds of factors against theimportance of the mechanical properties of the slide pile, comprehensive evaluation ofthe mechanical properties of the final lateral Trussed Slide-Resistant pile and pile ofrectangular cross-section. Initially confirmed the superiority of the TrussedSlide-Resistant pile in terms of mechanical properties.